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Testing Report for 2021-01-29-13-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215210 DEA: 030J1804 EFIS: 0319000232 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-5-6.8
Work Description: CONSTRUCT STRUCTURAL CONCRETE BARRIER SLAB AND CONCRETE BARRIER.
Location Description: COLUSA COUNTY AT HILLGATE ROAD UNDERCROSSING (BRIDGE NO. 15-0047)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Garrett Griffith Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-01-29-13
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 01/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/04/2021
The quantity of what the sample constitutes: 3
A brief description of the sample: bearing pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 19588-1
Material/Compound/Elastomer ID: na
Samples Representing: 80
Description (size): 1"x4"x6"
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal Rubber
Batch Number: na

Test Information

DIME Test ID: 2021-01-29-13-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/16/2021
Date Tested: 02/09/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested 3
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.083
Sample 1 Tear Strength 237.2
Sample 2 Median Thickness 0.089
Sample 2 Tear Strength 285.6
Sample 3 Median Thickness 0.085
Sample 3 Tear Strength 248.6
Median of the Tear Strength Values 248.6 lb/in